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Effects of axial cyclic loading at constant confining pressures on deformational characteristics of anisotropic argillite
  • ISSN号:1006-0871
  • 期刊名称:《计算机辅助工程》
  • 时间:0
  • 分类:TU441[建筑科学—岩土工程;建筑科学—土工工程] TN011[电子电信—物理电子学]
  • 作者机构:[1]Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China, [2]School of Civil Engineering, Central South University, Changsha 410075, China, [3]Guizhou Provincial Department of Transportation, Guiyang 550003, China
  • 相关基金:Program(2011CB710601) supported by National Basic Research Program of China; Project(50925933) supported by National Natural Science Foundation of China; Project(2008BAB29B03) supported by National Key Technology Research and Development Program of China; Project(2010-122-011 ) supported by Guizhou Provincial Department of Transportation, China
中文摘要:

Triaxial cyclic loading tests have been performed to assess the influence of plastic deformation on inelastic deformational properties of anisotropic argillite with bedding planes which is regarded as a kind of transversely isotropic media.Considering argillite’s anisotropy and inelastic deformational properties,theoretical formulae for calculating oriented elastic parameters were deduced by the unloading curves,which can be better fitted for the description of its elasticity than loading curves.Test results indicate that with the growth of accumulated plastic,strain,the apparent elastic modulus of argillite decreases in a form of exponential decay function,whereas the apparent Poisson ratio increase in a form of power equation.A ratio of unloading recoverable strain to the total strain increment occurred during a loading cycle is defined to illustrate the characteristic relations between anisotropic coupled elasto-plastic deformation and plastic strain.It is significant to observe that high stress level and plastic history have an inhibiting effect on argillite anisotropy.

英文摘要:

Triaxial cyclic loading tests have been performed to assess the influence of plastic deformation on inelastic deformational properties of anisotropic argillite with bedding planes which is regarded as a kind of transversely isotropic media. Considering argillite's anisotropy and inelastic deformational properties, theoretical formulae for calculating oriented elastic parameters were deduced by the unloading curves, which can be better fitted for the description of its elasticity than loading curves. Test results indicate that with the growth of accumulated plastic, strain, the apparent elastic modulus of argillite decreases in a form of exponential decay function, whereas the apparent Poisson ratio increase in a form of power equation. A ratio of unloading recoverable strain to the total strain increment occurred during a loading cycle is defined to illustrate the characteristic relations between anisotropic coupled elasto-plastic deformation and plastic strain. It is significant to observe that high stress level and plastic history have an inhibiting effect on argillite anisotropy.

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期刊信息
  • 《计算机辅助工程》
  • 主管单位:
  • 主办单位:上海海事大学
  • 主编:程景云
  • 地址:上海市临港新城海港大道1550号A30信箱
  • 邮编:201306
  • 邮箱:smucae@163.com
  • 电话:021-38284908
  • 国际标准刊号:ISSN:1006-0871
  • 国内统一刊号:ISSN:31-1679/TP
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  • 被引量:3590